Experimental investigation on the structural performance of square hollow glass columns under axial compression
This paper presents an experimental study into the global behavior of glass columns with square hollow cross-section under axial compression. In the research, totally 6 specimens were tested. All specimens were of the same geometry (length 750 mm, width 150 mm and 10 mm) but had different compositi...
Guardado en:
Autores principales: | , |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
Challenging Glass Conference
2020
|
Materias: | |
Acceso en línea: | https://doaj.org/article/78db780b59a1426d8ffe31ff2aab0d0a |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
id |
oai:doaj.org-article:78db780b59a1426d8ffe31ff2aab0d0a |
---|---|
record_format |
dspace |
spelling |
oai:doaj.org-article:78db780b59a1426d8ffe31ff2aab0d0a2021-12-04T05:11:47ZExperimental investigation on the structural performance of square hollow glass columns under axial compression10.7480/cgc.7.44732589-8019https://doaj.org/article/78db780b59a1426d8ffe31ff2aab0d0a2020-09-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/283https://doaj.org/toc/2589-8019 This paper presents an experimental study into the global behavior of glass columns with square hollow cross-section under axial compression. In the research, totally 6 specimens were tested. All specimens were of the same geometry (length 750 mm, width 150 mm and 10 mm) but had different composition. Half of them were made of monolithic glass, with the other half made of laminated glass. The adopted interlayer material is PVB which is widely used in practice. During the test, vertical displacement, lateral deflection and normal stresses at mid-span were measured. For all specimens, local failure mechanism at the top or bottom due to progressive cracking was found, without any damage occurred at the glued joint. However, there is significant difference between the specimens made of monolithic glass and those made of laminated glass. Laminated glass columns had a sufficient residual capacity, able to carry compressive load in the post-crack stage, while monolithic glass columns collapsed quickly after the appearance of the first crack. Subsequently, the influence of the initial geometrical imperfection was studied in detail. Based on the results of experiment, the current findings could be further extended to various glass columns typologies (e.g. different cross-sections) in order to build appropriate practical design rules. Suinan ZhaoSuwen ChenChallenging Glass ConferencearticleGlass columnssquare hollow cross-sectionsaxial compressionClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 7, Iss 1 (2020) |
institution |
DOAJ |
collection |
DOAJ |
language |
EN |
topic |
Glass columns square hollow cross-sections axial compression Clay industries. Ceramics. Glass TP785-869 |
spellingShingle |
Glass columns square hollow cross-sections axial compression Clay industries. Ceramics. Glass TP785-869 Suinan Zhao Suwen Chen Experimental investigation on the structural performance of square hollow glass columns under axial compression |
description |
This paper presents an experimental study into the global behavior of glass columns with square hollow cross-section under axial compression. In the research, totally 6 specimens were tested. All specimens were of the same geometry (length 750 mm, width 150 mm and 10 mm) but had different composition. Half of them were made of monolithic glass, with the other half made of laminated glass. The adopted interlayer material is PVB which is widely used in practice. During the test, vertical displacement, lateral deflection and normal stresses at mid-span were measured. For all specimens, local failure mechanism at the top or bottom due to progressive cracking was found, without any damage occurred at the glued joint. However, there is significant difference between the specimens made of monolithic glass and those made of laminated glass. Laminated glass columns had a sufficient residual capacity, able to carry compressive load in the post-crack stage, while monolithic glass columns collapsed quickly after the appearance of the first crack. Subsequently, the influence of the initial geometrical imperfection was studied in detail. Based on the results of experiment, the current findings could be further extended to various glass columns typologies (e.g. different cross-sections) in order to build appropriate practical design rules.
|
format |
article |
author |
Suinan Zhao Suwen Chen |
author_facet |
Suinan Zhao Suwen Chen |
author_sort |
Suinan Zhao |
title |
Experimental investigation on the structural performance of square hollow glass columns under axial compression |
title_short |
Experimental investigation on the structural performance of square hollow glass columns under axial compression |
title_full |
Experimental investigation on the structural performance of square hollow glass columns under axial compression |
title_fullStr |
Experimental investigation on the structural performance of square hollow glass columns under axial compression |
title_full_unstemmed |
Experimental investigation on the structural performance of square hollow glass columns under axial compression |
title_sort |
experimental investigation on the structural performance of square hollow glass columns under axial compression |
publisher |
Challenging Glass Conference |
publishDate |
2020 |
url |
https://doaj.org/article/78db780b59a1426d8ffe31ff2aab0d0a |
work_keys_str_mv |
AT suinanzhao experimentalinvestigationonthestructuralperformanceofsquarehollowglasscolumnsunderaxialcompression AT suwenchen experimentalinvestigationonthestructuralperformanceofsquarehollowglasscolumnsunderaxialcompression |
_version_ |
1718372863514247168 |